Problem 2:For the beam given below:(a) Calculate all support reactions.(b) Draw the shear diagram. Show all important values of shear. Show the sign conventionwithin each region.(c) Draw the moment diagram. Show all important values of moment. Show the signconventions within each region (concavity: smiley face, sad face, etc.)(d) Sketch the deflected shape. Show supports in your sketch.For your solution, let w=2 kips/ft and L = 20 ft.AL22BLWC

Answered: Image /qna-images/answer/f4838dd1-6784-4e16-afd5-aeabc0c9f8ab.jpg

Answered: Problem 2: For the beam given below:…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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9 Consider the plane truss with load Pas shown in the figure. Let the horizontal and vertical reactions at the joint B be Hg and V, respectively and Vc be vertical reaction at the joint C. 2 exhoM S SLO 60° - II B A 60° D L 60° F 60° KLA G P с Which one of the following sets gives the correct values of VB, HB and V? (a) VB = 0; HB = 0; Vc = P (b) VB P/2; HB = 0; Vc = P/2 (c) VB = P/2; HB = P (sin60°); Vc = P/2 (d) VB = P; HB = P (cos(60°); Vc = 0 [2016
Solve the problem with complete and neat solution. Draw the figure. 1. Compute the support reactions of the beam shown. Support at A is a roller and at B is a hinge. IIN 100N /m 30N/m 52N/m 1m 2m 3m 5m 4m 7m B
Question: Determine the internal loading in the hook shown below at the point R, 8. A free body diagram of the hook's end is provided. The hook may be analysed as a 2 dimensional body. Given: R = 0.2 m 0 = 30 deg F-3 KN 1) Find the normal force N. 2) Find the shear force V. 3) Find the bending moment M. N
Figure Q1 shows a statically determinate plane truss subjected to a verticalconcentrated load at C and E. The truss is made using steel with Modulus of Elasticity is210 GPa, and the cross section area for all members are 30 mm2. Assuming P is the 10 and a is half of P, determine the vertical displacement at F. Thesolution can be based on Method of Conservation Energy or Method of Virtual Work.
90 MPa 55 MPa 70 MPa y I 70 MPa ➜X 55 MPa →90 MPa 65°
PROBLEM 1: The frame shown in the figure is carrying a traingular distributed load. Pins at A and B are forced in single shear while the pin at C is forced in double shear. If the allowable tensile stress of bar BC is 300 MPa and the allowable shear stress of pins is 150MP3; (a) The cross sectional area of BC (b) The required diameters of pins A, B and C as multiples of mm. w = 8 kN/m 6 m 5 m 3 m
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9 Consider the plane truss with load Pas shown in the figure. Let the horizontal and vertical reactions at the joint B be Hg and V, respectively and Vc be vertical reaction at the joint C. 2 exhoM S SLO 60° - II B A 60° D L 60° F 60° KLA G P с Which one of the following sets gives the correct values of VB, HB and V? (a) VB = 0; HB = 0; Vc = P (b) VB P/2; HB = 0; Vc = P/2 (c) VB = P/2; HB = P (sin60°); Vc = P/2 (d) VB = P; HB = P (cos(60°); Vc = 0 [2016
Find the support reactions at joints A and D, then solve for internal forces at the top of member BC. Use numerical properties given. Use attached Table 1-1 for your reference. 90 D C 91 E b d 4 В a FB MA A a = 4 m b = 2m C = 3.5m d = 3 m MA = 380 N.m FB = 250 N 9o = 100 N/m 91 = 150 N/m %3D 3.
9 Consider the plane truss with load Pas shown in the figure. Let the horizontal and vertical reactions at the joint B be Hg and V, respectively and Vc be vertical reaction at the joint C. 2 exhoM S SLO 60° - II B A 60° D L 60° F 60° KLA G P с Which one of the following sets gives the correct values of VB, HB and V? (a) VB = 0; HB = 0; Vc = P (b) VB P/2; HB = 0; Vc = P/2 (c) VB = P/2; HB = P (sin60°); Vc = P/2 (d) VB = P; HB = P (cos(60°); Vc = 0 [2016
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The horizontal beam is supported by a pin at A and the pin-connected link BC. It has a uniformly distributed loading w = 7.0 kN/m as shown in the figure. All the pins are in double shear and have a diameter of 20 mm. Determine the max shear stress in the pin at A. Input your answer as a value only in MPa to one decimal place without +/- sign. W 1.5 m 2 m B 1 m

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